期刊
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
卷 146, 期 3, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GT.1943-5606.0002201
关键词
Microbial-induced calcium carbonate precipitation (MICP); Shear response; Shear wave velocity; Failure envelope
资金
- National Science Foundation [ECCS 1542015, CMMI 1537007, 1538460, 1554056]
- State of North Carolina
- Directorate For Engineering
- Div Of Civil, Mechanical, & Manufact Inn [1538460] Funding Source: National Science Foundation
Microbial-induced calcium carbonate precipitation (MICP) is a bio-mediated technique that may be used to improve the strength and stiffness of soils. Various parameters affect the behavior of MICP-cemented sand, and their effects must be explored before upscaling the MICP treatment technique. The study presented herein investigates the shear response of three types of sand (Ottawa 20-30, Ottawa 50-70, and Nevada) sheared in drained triaxial compression under three effective confining pressures (10, 100, and 400 kPa) at four levels of cementation (untreated, light, moderate, and heavy). Measurements of shear wave velocity were used for process monitoring throughout biotreatment. Shear wave velocity was used as an index to represent the cementation levels. After shearing, the calcium carbonate content was measured directly. Treated specimens showed similar shear responses at a given cementation level, although the number of treatments and the mass of precipitated calcium carbonate varied widely. Bilinear and nonlinear failure envelopes are proposed based on the obtained results to estimate the shear strength of MICP-treated sand. The shear strength parameters are estimated based on the developed bilinear failure envelope. SEM images were used to visually track the evolution of cementation at different cement contents. The predominant crystal phase of precipitated calcium carbonate was visually identified to be calcite.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据